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Modélisation multicouche des voiles en béton armé
This work performed at the LMT Cachan is a part of the modelling of structures under seismic loading. The multilayered modelling associated to a realistic constitutive law is efficient enough to describe the behaviour of beam structures in RC. This study shows that the modelling remains valid for walls under high shear. We will develop the modelling in order to integrate the shear effects. The validation will be obtained by comparison with some tests on low slenderness walls.
Modélisation multicouche des voiles en béton armé
This work performed at the LMT Cachan is a part of the modelling of structures under seismic loading. The multilayered modelling associated to a realistic constitutive law is efficient enough to describe the behaviour of beam structures in RC. This study shows that the modelling remains valid for walls under high shear. We will develop the modelling in order to integrate the shear effects. The validation will be obtained by comparison with some tests on low slenderness walls.
Modélisation multicouche des voiles en béton armé
Dubé, Jean-François (Autor:in)
Revue Française de Génie Civil ; 1 ; 285-307
01.01.1997
23 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
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